Steel beam are centered 6’ apart. They support roof self-weight 20psf, snow 12psf, roof live load 18psf, upward wind 38psf or downwards wind 16psf. Determined factor LRFD uniformly distributed load per foot to be used for beam design. What would be design load if ASD method is used.

Steel beam are centered 6’ apart. They support roof self-weight 20psf, snow 12psf, roof live load 18psf, upward wind 38psf or downwards wind 16psf. Determined factor LRFD uniformly distributed load per foot to be used for beam design. What would be design load if ASD method is used.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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(30) Steel beam are centered 6’ apart. They support roof self-weight 20psf, snow 12psf, roof live load 18psf, upward wind 38psf or downwards wind 16psf. Determined factor LRFD uniformly distributed load per foot to be used for beam design. What would be design load if ASD method is used.

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